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2 edition of Effect of rockbolts on stress distribution around underground opening found in the catalog.

Effect of rockbolts on stress distribution around underground opening

Parviz Farsangi

Effect of rockbolts on stress distribution around underground opening

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Published by Laurentian University, School of Engineering in Sudbury, Ont .
Written in English


Edition Notes

Statementby Parviz Farsangi.
The Physical Object
Pagination36 l. :
Number of Pages36
ID Numbers
Open LibraryOL19989707M

is a platform for academics to share research papers. In block caving, disintegration of the ore and country rock takes advantage of the natural fractures in the rockmasses, the stress distribution around the boundary of the cave domain, the limited strength of the rockmasses, and the tendency of the gravitational field to displace unstable blocks from . Achieving a comprehensive and accurate understanding of the anchor reinforcement mechanism and a quantitative evaluation of the surrounding rock’s stability for an anchored underground cavern can provide an important theoretical basis for supporting and excavating the cavern. First, the composite bearing structure composed of the anchor and surrounding rock was defined as the surrounding. The complex stress field around a hole is summarized in the sketch below. It shows a series of stress states at the hole edge, one radius away, and one diameter away. The normal stresses are symmetric, left and right, so conditions on either side also apply to the other. This is reflected in the equations by the fact that \(\cos(2\theta) = \cos.


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Effect of rockbolts on stress distribution around underground opening by Parviz Farsangi Download PDF EPUB FB2

Example #1: Stresses around a Circular Opening A. We assume that the vertical stress is caused by the weight of the overburden, in which case we have: σv = γz = × = MPa The extreme values of induced stress occur at positions aligned with the principal in situstresses, and so in order to compute the stress.

Underground excavation in a stressed rock mass induces stress redistribution around the opening, depending on the geometry of the opening, the in situ state of stress existing before the excavation is excavated and on the material properties as well as Cited by: 4.

The results indicate that pre-tensioned rock bolts have a significant effect on stress redistribution around a roadway. In the roof, pre-tensioned rock bolts greatly increase vertical stress; as a. In the roof, pre-tensioned rock bolts greatly increase vertical stress; as a result, the strength of the rock mass increased significantly which results in a greater capacity of bearing a large horizontal stress.

Bolting provides stability by increasing the anchorage capacity of rock mass at the confines of an underground excavation. Rockbolts can combine support effects (shotcrete, steel mesh-arches) with reinforcement effects (bolting).Cited by: Stress corrosion cracking failure of rockbolts in underground mines in Australia.

Proceeding of 7th international symposium on rockbolting and rock mechanics in mining, Aachen; May ; Aachen. The examples give contour plots of the principal stresses in the surrounding rock, focus on the stress distribution on the ground surface and the tunnel boundary and analyze the effect on the.

For supporting roof of underground powerhouse, a proper design of rock bolts should be based on a clear understanding of both formation and characteristics of the rock roof arch structure and the. Rockbolts exposed in underground mines provide us information on the loading conditions, failure modes, and how the rockbolts behaved in fractured rockmasses (Li, ).

Fig. shows a fully cement encapsulated rockbolt and fractures exposed on an excavation face in a cut-and-fill mine drift.

The bolt was installed in the roof of the previous cut slice and exposed on the face of the. Rock blocks in the roof of an underground opening are prevented to fall as long as a high enough horizontal stress exists in the rock mass.

However, they would fall under gravity in low in situ stress conditions. In locations close to the ground surface, the rock mass often contains well-developed rock joint sets.

Rockbolts and dowels A draft of the book was sent to a number of reviewers around the world. Amost all of them responded, contributing very constructive The book ‘Support of Underground Excavations in Hard Rock’ testi-fies to the willingness of Canadian industries and universities to col.

Monitoring the load level of the rock bolts is of great importance for assessing risk. Based on the mechanical transmission mechanism of grouting bolts, the bolt pull-out test was carried out in lab.

The performance of the bolt under pull-out loading was measured using the pulse-pre-pump Brillouin optical time domain analysis (PPP-BOTDA) and fiber Bragg grating (FBG) sensing technologies. During and after an underground opening is excavated in a rock mass, the in-situ (virgin) stresses which acted upon the rock volume that is removed, are redistributed in the remaining rock mass.

This results in local stress concentrations in the immediate vicinity of the opening. This phenomenon has been described by many authors. Rockbolts installed around an underground opening is assumed to create a reinforced rock arch (RRA, ‘ABCD’ in Fig. 2) that is composed of contiguous rock reinforced units (RRU, ‘abcd’ in Fig.

Suppose the rock roof arch is static determined, the roof unit has deformed to the extent that the shear strength has been fully mobilized. methods for monitoring the anchorage performance and stress distribution around the bolt in underground engineering.

In this study, Pulse Pre-Pumped Brillouin Optical Time Domain Analysis (PPP-BOTDA) technology is used to evaluate the stress, axial force, and shear stress distribution of the bolt under tensile load for different. The creation of mine excavations alters the stress distribution in the surrounding rock mass.

In modern mining, resin-grouted rockbolts are used as a means of support in order to redistribute. mass, and to evaluate the effect of the bolts on stress and strain behavior of the rock around the underground opening [].

Samit and Anand proposed an analytical model using beam-column theory to analyze the reinforcement by the rockbolts. Rockbolt performance may vary differently under complex geological and stress conditions, especially dynamic disturbance at deep underground mining.

Therefore, reinforcement mechanism needs to be further explored to improve the support effect of rockbolt. In this study, static and dynamic Brazilian splitting tests of steel bar reinforced red sandstones were carried out to investigate.

Through the uniaxial pull-out test of the fully grouted rockbolts, Teymen and Kılıç found that the grout strength had a considerable effect on the shear stress distribution of the rockbolt.

In addition, many field and laboratory studies have been carried out on the effects of the bolt surface shape, water-cement ratio, and different.

Evaluation of EDZ around highly stressed rock cavern by AE measurements p. 23 Some experiences during open pit excavation in limestone rock mass p. 31 Simulation of stress distribution around cylindrical mined out spaces p.

37 Estimation of temperature stresses in a homogeneous isotropic rock mass under conditions of a nonstationary temperature. diameter of rockbolts, the pretensioning effect increases. - The effect of pretensioning of rockbolts in tunnels with different diameter is all the same.

REFERENCES Fu-qiang G, Hong-pu K. Effect of pre-tensioned rock bolts on stress redistribution around a roadway, Journal of China University of Mining and Technology, – Abstract: Full three-dimensional (3D) elasto-plastic finite element analyses are conducted to investigate the effects of tunnelling on existing tunnel support systems, i.e.

shotcrete lining and rockbolts, of orthogonally intersecting tunnels in the Sydney region with a high horizontal regional stress regime. It is found that the zone of influence extends about tunnel diameters (D) from. A detailed underground monitoring programme was carried out in 55 sites covering depths from 32 m to m situated in significantly different geotechnical environments.

The effect of unsupported cut-out distance on the roof and support performance was also investigated as part of this study. General effects of pressurization on the underground stress distribution Radial and tangential stress distribution near a circular opening in a hydrostatic stress field.

with and around the opening. This stress redistribution is usually. understanding of stress effects on wedge stability. The geometry of wedges is clearly three-dimensional. The same applies to the state of stress. As well, due to the fact that excavation in a stressed rock mass leads to re-distribution of stresses around the created opening, the stresses acting on the faces of a.

The performance of rockbolts is affected by the service environment, e.g., the ground stress, rock properties, and groundwater. The groundwater containing complex chemical compositions can make rockbolts corrosion.

Hence, a parametric study is used to investigate in detail the stress variation under different opening dimensions, heterogeneous initial total stress conditions, and far-field pore pressure values.

The proposed solution could be instrumental in the design of underground openings and deep mass alterations (that include local anthropogenic.

Book Description. Harmonising Rock Mechanics and the Environment comprises the proceedings (invited and contributed papers) of the 12th ISRM International Congress on Rock Mechanics (Beijing, China, October ). The contributions cover the entire scope of rock mechanics and rock engineering, with an emphasis on the critical role of both disciplines in.

As the backfill material is much softer than the surrounding rock walls, it tends to settle under its own weight upon placement and produce shear stresses along the rough wall surfaces. This can induce an arching effect that influences the stress distribution in and around the stope (Li et al.).

Example 1: Stresses around a Circular Opening 1 H First, we can assume that the vertical stress is udson () equal to the weight of the overburden, giving: 0 19 5 MP Harrison & v z. a 2 The extreme values of induced stress occur at positions aligned with the principal in situstresses, and so in order to compute the stress induced.

Increasing demand for metals caused by global economic growth and exploitation of shallow mineral deposits forces mineral extraction to go deeper. A direct consequence of this development is an increase in rock pressure-related mining problems.

The role of rock engineering in the design and operation of deep mines is discussed in detail. Critical issues are the rock fracturing around. Roadways supported by bolts contain support structures that are built into the rock surrounding the roadway, referred to as reinforced rocks in this paper.

Using physical model simulation, the paper investigates the bearing characteristics of the reinforced rock under different bolt parameters with incrementally increased load. The experimental results show that the stress at the measurement. Rock bolts have been widely used as a primary support system to stabilize the rock masses around tunnel, underground mine galleries, slopes, and others structure made in rock masses.

In general, rock bolts reinforce rock masses through restraining the deformation within rock masses [ 1 ] and reduces the yield region around the excavation boundary.

Effects of hole stress concentration and its mitigation incorporation of open holes for uses such as connections and access. Holes cause stress showed a uniform fibre distribution in the plaques.

Rectangular specimens, mm long by 25 mm wide, were. rock bolts that are to m long. It was found that horizontal stress contributed to roof damage at seven of the 34 mines visited during the survey. A review of the geological and mine layout parameters at these mines showed that they were not significantly different from the mines that did not experience horizontal stress related instability.

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Browse staff picks, author features, and more. Full 3D modelling for effects of tunnelling on existing support systems in the Sydney region H.Y. Liu a,*, J.C. Small a, J.P. Carter b a School of Civil Engineering, The University of Sydney, NSWAustralia b Pro-Vice-Chancellor, The University of Newcastle, NSWAustralia Received 6 February ; received in revised form 12 June ; accepted 28 June to use rock bolts that are less susceptible SCC.

Background. Rock bolts were used for the fIrst time in the underground coal industry in Australia in the late 's at BHP's Elrington Colliery, near Cessnock in NSW.

Today, rock bolts are in widespread use throughout the underground mining industry, as. Example #1: Stresses around a Circular Opening A.

We assume that the vertical stress is caused by the weight of the overburden, in which case we have: v z MPa The extreme values of induced stress occur at positions aligned with the principal in situ stresses, and so in order to compute the stress.

Chaoyang University of Technology--Stress Distribution UNIT 8 STRESS DISTRIBUTION Prepared by Dr. Roy E. Olson on Spring Modified by Jiunnren Lai on Fall _____ Introduction For many problems of practical interest, it is necessary to estimate settlements under conditions in which the induced stress varies spatially.

Rockbolts and cables Introduction Rockbolts and dowels have been used for many years for the support of underground excavations and a wide variety of bolt and dowel types have been developed to meet different needs which arise in mining and civil engineering.

Rockbolts generally consist of plain steel rods with a mechanical anchor at one end.Underground limestone mines use the room-and-pillar method, in which to m-wide rooms are typically excavated. The stability of these excavations can be compromised by the horizontal stress, resulting in a rock fall hazard.

Rock falls are the cause of 15% of all reportable injuries in underground limestone mines.Rock Bolts Shotcrete 67 Grout 72 Concluding Remarks IV CONTENTS (Cont'd) Page CHAPTER 4 ELASTIC AND PLASTIC STRESS DISTRIBUTION AROUND CIRCULAR UNDERGROUND OPENINGS SOIL AND ROCK CLASSIFICATIONS, ROCK LOADS, AND STAND-UP TIME / V and the Pressure in the Opening Interior, p.

26 p + c cot cp Radius of Plastic Zone vs.